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Technical Approval Swivel Joist Expansion Joints - Maurer Söhne ...

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VERFASSER :<br />

BAUWERK : STRASSEN- UND WEGBRÜCKEN DATUM: 01.12.2007<br />

- One side cross bar displacement<br />

preliminary adopted adjustment dimension e = 30 mm<br />

MAURER expansion<br />

joint<br />

Construction measurements<br />

Concrete-<br />

Recess dimensions<br />

Concretejoint<br />

dimensions<br />

n Type a<br />

[mm]<br />

b<br />

[mm]<br />

c<br />

[mm]<br />

h 1 *<br />

[mm]<br />

h 2<br />

[mm]<br />

h 3<br />

[mm]<br />

t F<br />

=t 2,G<br />

[mm]<br />

t 1,G<br />

[mm]<br />

f min<br />

[mm]<br />

f max<br />

[mm]<br />

l F<br />

=l G<br />

[mm]<br />

2 DS160 150<br />

263<br />

230 415 115 130 945<br />

3 DS240 270<br />

415 225 250 1055<br />

312 440 250<br />

400<br />

4 DS320 390<br />

465 300 370 1230<br />

313<br />

5 DS400 510<br />

465<br />

410 490 1340<br />

6 DS480 630 555 410 520 610 1630<br />

400<br />

7 DS560 750 398 342 470<br />

560 420 630 730 1750<br />

8 DS640 870<br />

565 430 740 850 1870<br />

9 DS720 990 468 640 440 850 970 2130<br />

10 DS800 1110 503 399 520 270<br />

680 450 960 1090 2320<br />

11 DS880 1230 527<br />

705 460 1070 1210 2480<br />

12 DS960 1350 562 745 470 1180 1330 2670<br />

13 DS1040 1470 597<br />

429 550<br />

460<br />

785 480 1290 1450 2860<br />

14 DS1120 1590 637 830 490 1400 1570 3060<br />

15 DS1200 1710 662<br />

860 500 1510 1690 3230<br />

• *) if the change over construction is fitted with diamond elements, the measure for h has to be enlarged for 20mm!<br />

• all dimensions apply rectangular to gap axis y<br />

• The mesurements b and t are valid for 75° ≤ α ≤ 105° (other α calues need other gap dimensions)<br />

• n = number of sealing profiles<br />

• a, f and l apply for the adjustment dimension e = 30 mm for each joint gap, and have to be adjusted in case of a deviation of the dimension<br />

e for n x Δe<br />

• Recesses for footway cross bars, directional cross bars and cable conduits normally require an arrangement between the planner of the construction<br />

and the manufacturer of the carriageway cross section.<br />

• Consider specifications given in Part 6.1.<br />

BAUTEIL : SCHWENKTRAVERSEN-DEHNFUGE DS160 BIS 1200<br />

BLOCK : 3 - HINWEISE FÜR DEN ANWENDER SEITE: 17<br />

VORGANG : REGELPRÜFUNG NACH TL/TP FÜ (STAND: 03/05)<br />

ARCHIV NR.<br />

Regelprüfung<br />

Nr. 05/07 vom 20.12.07<br />

Diese Unterlagen sind Eigentum der MAURER SÖHNE GmbH & Co. KG. Jede Art der Vervielfältigung - auch auszugsweise - bedarf der Zustimmung.<br />

Formate und Inhalte sind urheberrechtlich geschützt!

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